Public Works Roads Department Tender
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Costs
EMD
₹ 7,44,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PWD_10352_1Bid Award Id
ViewTender No
UDALGURI/SOPD-G/ 2018-19/01Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular Base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using machanical means as per Technical Specification clause 502
6027.26
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Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification clause 503.
52788.75
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H Cl.No.508 complete in all respect. B. With rockdustas filler (refer table 500-9 of MoSRT&H specification)
(i) with 60/70 or VG-30 grade bitumen for Grading II (10mm nominal size)
1319.71875
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i) Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3.5. (Manual means should be use where machines can not be deployed due to site condition)
411.75
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Supplying, fitting and placing TMT (Fe-500D) reinforcedment bar (Prom Primary Producer: TATA/SAIL/Esser Steel/Jindal Steel…) in substructure complete as per drawing and technical specification clauses 1002, 1005, 1010 & 1202.
7.88
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Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specification clauses 802, 804 , 805, 806, 807, 1202 and 1204. A. With natural gravel (ii) RCC Grade M-20 nominal mix
135
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Providing and laying of boulder apron laid in wire creates with 4mm dia G.I. wire conforming to IS: 280 and IS : 4826 in 100mm x 100mm mesh (wover diagonally) including 10 percent extra for laps and joints laids with stone boulders weighing less than 25 Kg. each as per drawing and technical specification Clause 1301.
192
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Construction of embankment with approved material obtained from borrow pits with a lift up to 1.50M, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per technical specification clause 301.5
(1) Private land
374.01
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Udalguri Santi path chowk to Sundaridiapatty road Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design levelby adding fresh approved Sselected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per technical specification Clause No.1903.
2362.5
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming ,stone screening to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density Grading- III. as per Technical specification Clause 405.Using Screening Type-B (11.2mm Agg).(A)By Manual Means.
86.78625
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Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular Base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70-1.00 Kg/sqm Using Mechanical means as per Technical speciification Clause 502.
1157.15
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Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical specification clause 503.
2362.5
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H Cl.No.508 complete in all respect.B) With rockdust as filler (refer table 500-9 of MoSRT&H specification). with 60/70 or VG-30 grade bitumen, for GradingII(10 mm nominal size).
59.0625
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Daifang to Majkhuti road
Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design levelby adding fresh approved Sselected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per technical specification Clause No.1903.
Vide Item No.15.2 (1) of SOR for APWD (Roads) for 2017-18.
26625
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming ,stone screening to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density Grading- III. as per Technical specification Clause 405.Using Screening Type-B (11.2mm Agg).(A)By Manual Means.
Rate Vide Annexure-2.
861.77
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Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular Base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70-1.00 Kg/sqm Using Mechanical means as per Technical speciification Clause 502.
Vide Item No.5.1.(I) of SOR for APWD (Roads) for 2017-18.
11490.26
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Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical specification clause 503.
Vide Item No.5.2.II. of SOR for APWD (Roads) for 2017-18.
29887.5
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H Cl.No.508 complete in all respect.B) With rockdust as filler (refer table 500-9 of MoSRT&H specification). with 60/70 or VG-30 grade bitumen, for GradingII(10 mm nominal size).
747.1875
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